Kan. Admin. Regs. § 5-40-57 - Service spillway design
(a) If a dam
will have a service spillway, the spillway shall be designed and constructed
with a lining material that meets the following requirements:
(1) Covers the channel floor and walls up to
the depth of flow required to bypass the flows of the storm specified as the
detention requirement in K.A.R. 5-40-23(a), at a minimum; and
(2) will not fail during the spillway
stability design event specified in K.A.R. 5-40-56(c)(2).
(b) Each design report required by K.A.R.
5-40-2b shall include all hydraulic, structural, and geotechnical design
information necessary to show that the criteria in subsection (a) are met.
(c) If a fish screen is installed,
the screen shall not impair the functioning of the service spillway. If a fish
screen is proposed, the design report shall demonstrate that the screen will
not impair the functioning of the service spillway.
Notes
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